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Plans (83) M .- C\.-. cc);:).- i_c 1 � `'., S 4v I.e-.1cl 1 ‘.::ThLEGEND: /" �/ - ss SANITARY SEWER Pacific I� _l_I -- Jli �� ' I I II I ' J SD STORM DRAIN Community� '+ L -w Design �� ���.� - WATER LINE ,� _ � 12564 SW Main Street — MANHOLE Tigard,OR 97223 \,.,, ,''a') �r CATCH BASIN [r]503-941-9484 ti DATE: 6/8/2017 3.00' ALLEY MN. TRACT M \. REv]s]oNs PUE, TYP. 332.5 5.00' 331.8 STREET LIGHT NO. DATE DESCRIPTION - X11..1..._—_ _ STRAW WATTLE PERIMETER r�� -17- _ -- ----�-,� - 1 FJ- -I-- I F oy EROSION CONTROL _ _ I 1 i i �* FLOW DIRECTION ARROW I 0 1 5.00' 1 I �- -_ GARAGE .1 ~ 5.00' I IIII--- I STREET SECTION, SEE I 1 CONSTRUCTION DOCUMENTS —_____ __. 4___ ___ , .�, ___ 1 _ _ �� = .� — ----333 _ 335 _ 34 ' t i - - -- L -- .335 1 ___ __ ______185 Iw~..-.--- - 337- ._ I — SETBACK SUMMARY _. 1 -. __._338 _. - I� 1 �; = _ 186 - z,560 _ I _ 1 FRONT SETBACK: 12' _ 183__..._ __..._ . __.._._ ___7 ._..1..~ -._-- I LI 1 I o BUILDING: _ �! 184 I �� SIDE SETBACK: 3' IJ T I /1 ,� 60BR ; 1 T t I STREET SIDE SETBACK: 8' I .. if I _ FRONT PORCH SETBACK: 8' I / II-[1' UFF=342.8 ! I II REAR SETBACK: 3' ' I� II GFF=332.6/ 1 t 6.N I I 1 I' I 1 11I 1 I I t 6.00' O L os 0r PUE, TYP._ •J �;o , PORCH-- lihpi J I Lt LOT COVERAGE: L— 17.00' I— — - RIVER ,---= - - - - - - - - - - 13.00' �, — — — — — LOT AREA: 2,560 SF °° TERRACE w - _ a a 3240' � �,. _ _Q - �- FOOTPRINT: _ n c i - 6 BUILDING 1,270 SF �, 341.0 _. N 340.6 ,, N EAST III — COVERED PORCH: 121 SF co milli METER STORM LATERAL COVERED REAR PATIO: 0 SF I° ss a s a si/ h I ss I s5 CANTILEVER LIVING SPACE: 0 SF LOT 185 (1) YELLOWWOOD/ CLADRASTIS KENTUCKIA SANITARY LATERAL DECK AREA: 0 SF PLOT PLAN c6 SDI PSD SD SD cA IITOTAL COVERAGE: 1,391 SF t II MI _ — SW FIZIENDL\ LANE 54.3 % Q !!ate � IMPERVIOUS AREA: 1,143 SF O_ E Iv oU O a POLYGON NORTHWEST (503) 221-1920 a a C395-041 2 S 1 W 6 TYPEECT NO .: CONSTRUCTION Q CI SCALE REVIEWED BY: PRE 0 LOT 185 (R-25, SMALL) 10 20 45 RIVER TERRACE EAST 16873 SW FRIENDLY LANE 1INCH=20 FEET CD v Co n m o . cm Om a )3 00 OO y y - y\ 0 1�r Oz aW rm0 m ? W O Z -0 O o Z v m v Doo n Ei m c o a o co cl co opo . 62.0" 3 � m CD C.T1 S-0" 4'-0' 53'-0" 4'0 3 C __ 2 m m m m 7 - C C C C �- I co, w ^? m CD ro N 1 K arm m , / ig et_st j ._.ktip.... jr—...•1793 ' a = v m-ixv D \ d HHHHHH v�-1 gz��m [� \ , i I0- M �Y \W mnmz \ /, i 1 9' vCpo a \cn z< W NIPHI -ipr- . ;� ) 7 Q ! �/ �•a) -lom x-xm mo 4 . - . D2 Li „.. , y 1 to- 0 C ='"'"I‘ / /// ' \ Po iikailla , .. 1 li ' ; ' ..d „ ... NI , a D1 - - El XO 0 ;I Aid° 4'-0' I 5V-0° 14'-0' N 621-06 Ul VI SHOP DRAWING SUBMITTAL REVIEW Q CONFORMS TO DESIGN CONCEPT o This review is for general conformance with plans and specifications only. n CONFORMS TO DESIGN CONCEPT WITH o Approvals are subject to contractor's performance within the confines of the REVISIONS NOTED contract documents. Review of dimensions will not serve to relieve the contractor 0 NON-CONFORMING-REVISE&RESUBMIT c of contractual responsibility for any deviation from the contract requirements. THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE n 3 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 0 91 _X Approved as noted Note,markings FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN XDRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE "V ir o cPRIORITY OVER THIS SHOP DRAWING. —Field measurements or templates --Not approved.-revise and By Alexia Date 3/3/17 P required prior to fabrication resubmit M ! L B R A -4 MIME 0 VISTA STRUCTURAL ENGINEERING,LLC N D T ARCHITECTS www.vistastructuraL com By:Dennis Heier Date: March 2,2017